高级检索

      基于轻量化ResNet的TBM施工隧洞岩渣状态图像分类方法

      Classification of TBM Rock-Chip States Using a Lightweight ResNet Model

      • 摘要: 针对 TBM 掘进过程中掌子面围岩难以直接观测、岩渣信息利用不足以及施工现场对快速识别方法实时性要求较高的问题,提出一种基于轻量化 ResNet 的岩渣状态图像分类方法。依托引江补汉工程 TBM 施工现场采集岩渣图像,结合桩号、时间及围岩记录,以图像中最大岩块表观面积为主要判别指标,将岩渣状态划分为正常掘进、参数调整和风险关注 3 类;采用 OpenCV 对原始图像进行亮度、饱和度和对比度增强以及边缘特征提取,并基于标准残差块构建 9 种不同规模的轻量化 ResNet 候选模型,比较其在原图、增强图和边缘图数据集上的分类性能。结果表明:标准 ResNet34 在小样本条件下出现明显过拟合;经图像增强后,模型整体识别性能明显提升。最终选取的最优模型在训练集上的准确率为 0.9688,在测试集上的整体准确率为 0.87,3 类样本的 F1-score 分别为 0.89、0.85 和 0.87,其中对不均匀分布情况下的识别难度相对较高。研究表明,所提方法能够较好表征岩渣块度与粒径分布差异,对 TBM 掘进状态具有一定识别能力,可为掘进参数调整和围岩风险预警提供辅助依据。

         

        Abstract: Accurate perception of surrounding rock conditions ahead of the tunnel face is difficult during TBM excavation because the face is shielded by the cutterhead and support system. To improve the rapid utilization of muck information and meet the real-time requirement of field applications, a lightweight ResNet-based method was developed for classifying TBM rock-chip states. Rock-chip images were collected from the Yangtze-to-Han River Water Diversion Project. According to the chainage, time records and surrounding-rock information, the apparent maximum block area  in each image was used as the primary indicator to divide the samples into three classes, namely normal excavation, parameter-adjustment condition and risk-warning condition. The images were preprocessed using OpenCV through brightness, saturation and contrast enhancement, together with edge-feature extraction. Based on standard residual blocks, nine lightweight ResNet candidates with different block combinations were constructed and compared on the original-image, enhanced-image and edge-image datasets. The results show that the standard ResNet34 suffered from severe overfitting under the small-sample condition, and the validation accuracy was lower than 40%. Image enhancement significantly improved the overall classification performance. The selected optimal model achieved an accuracy of 0.9688 on the training set and an overall accuracy of 0.87 on the test set, with F1-scores of 0.89, 0.85 and 0.87 for the three classes, respectively. The proposed method can effectively capture the differences in block size and particle-size distribution of rock chips and provides a practical basis for tunneling-parameter adjustment and surrounding-rock risk warning in TBM excavation.

         

      /

      返回文章
      返回